Visvesvaraya Jala Nigam Limited Tender

KSRRB M2100 -3.1: Earth work in excavation in all kinds of ordinaryu rock/soft rock not requiring balsting for founadtiom of bridges and allied works as per drawing and technical specification including setting out provinding showring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material in cluding cost of all material, labour, HOM complete as per specifications including all lead lead and lift charges and as per the direction of Engineer incharge

KSRRB M300- KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller) including all lead lead and lift charges and as per the direction of Engineer incharge

KSSRB M300-54. Construction of embankment with approved material deposited at site from roadway and excavation from drain and foundation of other structures graded and compacted to meet requirement Table 300- 2 complete as per specifications.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller) including all lead lead and lift charges and as per the direction of Engineer incharge

KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications, including cost of earth, watering charges & compaction by vibratory roller to 97% of modified proctors density) including all lead lead and lift charges and as per the direction of Engineer incharge

Construction of granular sub-base Grading -V as sub base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material mixing in mechanical mix plant at OMC , carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density , complete as per specifications. including all lead lead and lift charges and as per the direction of Engineer incharge

Providing and fixing Pre cast solid concrete kerb stones made out of CC 1:2:4 and finished with CM 1:3 plastering and finishing cutting etc., complete. Sze 450x200x400 mm including all lead lead and lift charges and as per the direction of Engineer incharge

KKSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406. including all lead lead and lift charges and as per the direction of Engineer incharge

KSRRB M500-6. Providing and applying primer coat with SS bitumen emulsion on prepared surface of granular base such as WMM including clearing of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. including all lead lead and lift charges and as per the direction of Engineer incharge

KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen (VG10) in boiler fitted with spray set distributor at the rate of 0.20 kg per sqm on the existing prepared bituminous surface (primed surface) cleaned with mchancial broom. complete as per specifications. - Clause 503 of MORTH V Version including all lead lead and lift charges and as per the direction of Engineer incharge

KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by smooth wheeled vibratory rollers to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen including all lead lead and lift charges and as per the direction of Engineer incharge

KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects complete as per specifications. - using 40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen including all lead lead and lift charges and as per the direction of Engineer incharge

KSRRB M800-13: Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/concrete surface, Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 including all lead lead and lift charges and as per the direction of Engineer incharge

KSRRB M600-1.Providing and Constructing dry lean cement concrete mix CC 1:5:10 base with OPC 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @0.58cum over a prepared sub-base, coarse and fine aggregate conforming to IS: 383-2016,aggregate cement ratio not to exceed 15:1, Aggregate gradation after blending to be as per Table 600-1,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 with OPC at 150 kg/cum and coarse aggregate 0.86cum, fine aggregate 0.58cum using Concrete Batch mix Plant at 75 cum/hr capacity with Slip form paver with electronic sensorincluding all lead lead and lift charges and as per the direction of Engineer incharge

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum. including all lead lead and lift charges and as per the direction of Engineer incharge

Providing and fixing 3m long 25mm dia TMT dowel bars 1.5m inserted in 50mm dia holes drilled in hard rock and grouting in CM 1:1 including necessary bending, hooking, cutting and handling charges including cost of all materials, labour, HOM, form works, scaffolding & centering complete as per specification the cost of steel (MORTH clause 1200). below LWL in open foundation upto 3m including all lead lead and lift charges and as per the direction of Engineer incharge

Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirups. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, bare cost of all materials, cost of steel, centering, transportation charges, fixing charges labour HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. including all lead lead and lift charges and as per the direction of Engineer incharge

Retro-Reflectorised traffic signs: Providigng and fixing of retro-reflexctorised cautionary, mandatory and information sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to ground by means of properly designed foundation with m-15 garde cement concrete 45cmx45cmx60cm, 60 cm below ground level as approved drawing, 600mm circle-TYPE XI including all lead lead and lift charges and as per the direction of Engineer incharge

KSRB 4-1.2: Providing and laying in position plain cement concrete of mix 1:3:6 with OPC Cement at 220kgs using 40mm and down size graded granite metal coarse aggragte @ 0.892cum and fine aggragate at 0.459cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 including all lead lead and lift charges and as per the direction of Engineer incharge

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 10cm including all lead lead and lift charges and as per the direction of Engineer incharge

"KSRRB M2100-14. Plain /Reinforcement Cement Concrete M20 with OPC cement @ 320kgs, with 40mm and down size graded granite metal coarse aggregates @0.64cum and fine aggregates @ 0.43cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, in Open Foundation complete as per Drawing and Technical Specifications "MORTH Specification No. 1500,1700 & 2100., including cost of all materials, labour, HOM of machinery, curing, form works, scaffolding and centering complete as per specifications. complete as per drawing and technical Specification. MORTH specification No.1500,1700 &2100 including all lead lead and lift charges and as per the direction of Engineer incharge

Solid slab super structure KSRRB M2300-5.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. C. RCC with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed- 2008, including cost of all materials, labour, HOM curing Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 including all lead lead and lift charges and as per the direction of Engineer incharge

KSRRB M2100 -1.1: Earth work in excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications.I.Ordinary soil - A.Manual Means (i) Depth upto 3m including all lead lead and lift charges and as per the direction of Engineer incharge

"KSRRB M2100 -10: Providing and laying Plain cement concrete of mix 1:3:6 with OPC cement @220kgs,with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregate @ 0.46cum,in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials, labour, HOM curing, form works scaffolding and centering complete as per Specifications including all lead lead and lift charges and as per the direction of Engineer incharge

Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour curing complete as per specification Specifications No. KSRB 1000,2300 MOST Specification No.1000 / 2300 HPC 900 Dia HPC 900 Dia including all lead lead and lift charges and as per the direction of Engineer incharge

KSRRB M2200-6: Providing TMT bar reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wireand anchoring to the adjoining member wherever necessary complete as per design( laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. including all lead lead and lift charges and as per the direction of Engineer incharge

KSRRB M2500-3: Providing and laying Filter material undermeath pitching in slopes complete as per drawing and Technical specification including cost of all materials, labour, HOM complete as per specifications. including all lead lead and lift charges and as per the direction of Engineer incharge